{"meta":{"query_hash":"4966d3aea39c","filters":{"venue":"Journal of Hohai University"},"cohort_total":4,"direct_labels_cover":0,"predictions_cover":4,"exported":4,"export_cap":100000,"truncated":false,"label_status":"direct model label, unvalidated","prediction_status":"machine_predicted_unvalidated (Codex and Gemma teacher distillation)","score_status":"score_only:v0-immature-baseline","snapshot":{"source":"OpenAlex, pinned release, all 482 partitions","release":"2026-06-24","frame_built":"2026-07-12"},"permalink":"https://metacan.xera.ac/q/4966d3aea39c","api":"https://metacan.xera.ac/api/v1/cohort?venue=Journal+of+Hohai+University"},"results":[{"id":"W2349230371","doi":"","title":"Annual and seasonal variation characteristics of NDVI and its relationship with meteorological factors in Jialing River Basin","year":2013,"lang":"en","type":"article","venue":"Journal of Hohai University","topic":"Environmental Changes in China","field":"Environmental Science","cited_by":3,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Normalized Difference Vegetation Index; Sunshine duration; Environmental science; Precipitation; Climatology; Air temperature; Structural basin; Vegetation (pathology); Seasonality; Lag; Spring (device); Trend analysis; Quarter (Canadian coin); Atmospheric sciences; Meteorology; Geography; Climate change; Geology; Oceanography; Mathematics","score_opus":0.011592958253307886,"score_gpt":0.18518206821594674,"score_spread":0.17358910996263885,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2349230371","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99960464,0.000043919197,0.000044408604,0.000009239634,7.7063095e-7,0.0000010931252,0.00011845751,0.0000031403488,0.00017436736],"genre_scores_gemma":[0.9995152,0.000030551415,0.00006430524,0.0000028592415,0.0000013257039,0.0000031131517,0.00022212419,8.6181404e-7,0.00015968304],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.999881,0.000013664736,0.000016160884,0.000040311745,0.000025165915,0.000023643173],"domain_scores_gemma":[0.99977654,0.00004183856,0.00006633551,0.000015126674,0.00005840811,0.00004176931],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00020118497,0.00012253289,0.00017211243,0.000525019,0.00027761114,0.00032940385,0.00013756908,0.00013934106,0.00035761305],"category_scores_gemma":[0.00039579338,0.00013164069,0.00014593171,0.00096249906,0.00016533874,0.00021853732,0.0001565829,0.0001124817,0.000040659743],"study_design_candidate":"observational","study_design_consensus":"observational","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000037383143,0.000018893596,0.9923765,0.000021790634,0.000038880178,0.00015017753,0.00034742872,0.0005563162,0.0020485865,0.000055458593,0.00012177334,0.0042268685],"study_design_scores_gemma":[7.188235e-7,0.00000586258,0.9991774,0.0000012081388,0.000004701134,0.00002148379,0.00010774049,0.00042825443,0.000054574295,0.000007441548,0.00018840804,0.0000020992652],"about_ca_topic_score_codex":0.032128725,"about_ca_topic_score_gemma":0.06081498,"teacher_disagreement_score":0.032128725,"about_ca_system_score_codex":0.000498934,"about_ca_system_score_gemma":0.00035787822,"threshold_uncertainty_score":0.063883424},"labels":[],"label_agreement":null},{"id":"W2374505944","doi":"","title":"Relations Between COD Removal and Biofilm Thickness and Density of Downflow Anaerobic Turbulent Bed","year":2001,"lang":"en","type":"article","venue":"Journal of Hohai University","topic":"Water Quality Monitoring and Analysis","field":"Environmental Science","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Discovery Air (Canada)","funders":"","keywords":"Turbulence; Fluidization; Biogas; Anaerobic exercise; Chemistry; Range (aeronautics); Fluidized bed; Hydraulic retention time; Draft tube; Chemical engineering; Materials science; Pulp and paper industry; Environmental engineering; Environmental science; Wastewater; Waste management; Mechanics; Composite material","score_opus":0.014417704289658202,"score_gpt":0.2108814025991903,"score_spread":0.19646369830953211,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2374505944","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99929917,0.0000933741,0.00046946434,0.0000061477513,0.0000018874807,0.0000018637767,0.000026563997,0.0000069014777,0.000094597104],"genre_scores_gemma":[0.99842095,0.00020783728,0.0007408532,0.000011330168,0.0000016883599,0.000006238987,0.00016846237,0.000002910494,0.0004397981],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9999068,0.000011303158,0.000008466142,0.000017692844,0.000033702992,0.000022051106],"domain_scores_gemma":[0.99976677,0.000070160924,0.00006973275,0.00001083823,0.00004323166,0.000039244012],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00014427141,0.00027387202,0.00018693863,0.00020386542,0.000098394885,0.00027168976,0.000102620026,0.00016052193,0.00032140713],"category_scores_gemma":[0.00035582442,0.00023717033,0.00017759249,0.00012691917,0.00014339066,0.00019345725,0.00015575495,0.00027639233,0.000085356754],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00027701101,0.00004708619,0.008758798,0.000028344048,0.0000111798545,0.00003492554,0.00004505215,0.00047003658,0.98822594,0.000028430759,0.000019937337,0.0020533171],"study_design_scores_gemma":[0.000025728437,0.00094733265,0.14014198,0.000010421851,0.000054280845,0.00012260827,0.00012663836,0.010410537,0.8476063,0.000049169023,0.00048303363,0.000021886604],"about_ca_topic_score_codex":0.0030493522,"about_ca_topic_score_gemma":0.0024521088,"teacher_disagreement_score":0.0030493522,"about_ca_system_score_codex":0.0002382769,"about_ca_system_score_gemma":0.00016086639,"threshold_uncertainty_score":0.0060631633},"labels":[],"label_agreement":null},{"id":"W2387954476","doi":"","title":"Creep behaviors of light-weight EPS treated soil","year":2010,"lang":"en","type":"article","venue":"Journal of Hohai University","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Toronto Metropolitan University","funders":"","keywords":"Creep; Expanded polystyrene; Consolidation (business); Materials science; Geotechnical engineering; Constitutive equation; Composite material; Polystyrene; Structural engineering; Geology; Engineering; Finite element method; Polymer","score_opus":0.0027110439933227953,"score_gpt":0.15403751043328998,"score_spread":0.15132646643996717,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2387954476","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9992186,0.000049330305,0.00045341204,0.0000062593836,0.0000033572799,0.0000045379225,0.00008451893,0.000013134145,0.0001669208],"genre_scores_gemma":[0.99846315,0.00007645383,0.00055082625,0.000014603246,0.0000016284691,0.000008360475,0.00013741663,0.00000664938,0.0007408807],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998853,0.000009881168,0.000012814626,0.000018576697,0.000051510873,0.00002178777],"domain_scores_gemma":[0.9997428,0.000042097538,0.00005261294,0.000019944117,0.000102959486,0.00003959611],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00011575156,0.00025290812,0.00020885383,0.0003863165,0.00017502064,0.00012547037,0.00015033773,0.0002759697,0.0009157507],"category_scores_gemma":[0.0002772818,0.00009451587,0.00016486882,0.00033046512,0.00018373884,0.00019339767,0.00014056293,0.00022126212,0.00012034905],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00021727636,0.000069117516,0.0052154516,0.000052196978,0.000010648096,0.00014616488,0.0001414265,0.0016778636,0.9875951,0.00003738163,0.000048043756,0.0047894185],"study_design_scores_gemma":[0.00001725831,0.0013487956,0.061915796,0.000019899533,0.000033383596,0.00017456026,0.0003268515,0.011221488,0.92391413,0.000067790854,0.00093307905,0.000027010226],"about_ca_topic_score_codex":0.001814887,"about_ca_topic_score_gemma":0.0040670657,"teacher_disagreement_score":0.001814887,"about_ca_system_score_codex":0.00017992967,"about_ca_system_score_gemma":0.00018358894,"threshold_uncertainty_score":0.0036087036},"labels":[],"label_agreement":null},{"id":"W2392602695","doi":"","title":"Identification of failure modes for uplift anchor plates based on PIV technology","year":2011,"lang":"en","type":"article","venue":"Journal of Hohai University","topic":"Soil, Finite Element Methods","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Toronto Metropolitan University","funders":"","keywords":"Particle image velocimetry; Geology; Displacement (psychology); Shear (geology); Dilation (metric space); Geotechnical engineering; Point (geometry); Geometry; Mechanics; Physics; Mathematics; Turbulence","score_opus":0.019511089266676357,"score_gpt":0.21685106298968143,"score_spread":0.19733997372300507,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2392602695","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8621225,0.00010792069,0.13565756,0.000019293908,0.000012929152,0.00006848548,0.0002891566,0.00036059503,0.0013615595],"genre_scores_gemma":[0.9775604,0.0000663534,0.021663705,0.000002548269,0.0000028913535,0.000032386335,0.00014939898,0.0000113258075,0.0005109837],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.9998703,0.0000078141165,0.000007232819,0.00003080996,0.00005828165,0.000025469964],"domain_scores_gemma":[0.999821,0.000049269605,0.00004672286,0.00001927307,0.000045835324,0.000017851486],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00019169999,0.00049316103,0.00030898018,0.0012464687,0.00024196923,0.0003022703,0.00039800926,0.00030481664,0.0009811999],"category_scores_gemma":[0.0003394364,0.00036435362,0.00021172783,0.00038616004,0.00037784805,0.00025156452,0.00028490828,0.00023429125,0.00019684107],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00034884523,0.00013874158,0.09457333,0.00036779398,0.00004808395,0.0011725435,0.0010672943,0.08375304,0.71764356,0.002176291,0.0006960088,0.09801451],"study_design_scores_gemma":[0.000026198859,0.0002133088,0.1254704,0.000037270656,0.000042279287,0.0004500313,0.0006410634,0.6535793,0.21718207,0.0009048863,0.0013822686,0.00007098704],"about_ca_topic_score_codex":0.0028092475,"about_ca_topic_score_gemma":0.0034568482,"teacher_disagreement_score":0.0028092475,"about_ca_system_score_codex":0.00020050687,"about_ca_system_score_gemma":0.00043836434,"threshold_uncertainty_score":0.00558573},"labels":[],"label_agreement":null}]}